PROCEEDIJ GS Of-THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTER METHODS A D ADVANCES IN GEOMECHANICS /CAIR S/6- 10 MAY 199 1
Computer Methods and Advances in Geomechanics
Edited by
G. BEER CSIRO, Dil'ision ofGeomechanics
J. R. BOOKER & J. P.CARTER University of Sydney
VOLUM£2
Published on behalf of the International Association for Computer Methods and Advances in Geomechanics by
A. A. BALKEMA I ROTTERDAM I BROOKFIELD I 1991
Computer Methods and Advances m Geomechamcs. Beer. Booker & Carter (eds) "' 1991 Balkema. Rotterdam ISBN906t9t 1893
Table of contents
8. Earthquakes and geophysical applications
A numerically robust modeling of cyclic mobility 827 Susi/JIIll Jai
Numerical simulations of shaking table tests on dynamic sliding phenomena of offshore 833 gravity structure on soft rock M.Kanatani, K.Nishi, M.Ohnami & M.Aoyama
Simulation of cyclic mobility by DEM 839 K.Miura, K.Ueno & S.Toki
Numerical characterisation of material damping in wave propagation problems 845 VMurti, .Y.C.Wang & S.Valliappan
A method for non linear seismic analysis of waterfTont retaining walls 851 J.E.Quimanilha de Menezes, R.Moreno Delgado & M.Matos Femandes
A stochastic finite element analysis for the seismic response of earth dams 857 M.S.Rahman & C.WHwang
Application of new constitutive model in des ign of concrete faced rock fill dams 863 Z.J.Shen
FEM-FDM coupled liquefaction analysis of a fluid-saturated ground 869 Toru Shibata, Tadanobu Sato, Ryosuke Uzuoka, Fusao Oka, Atsushi Yashima & Mitsuru Kato
Analysis of land slide due to liquefaction 875 Tadahiko Shiomi & Hiroshi Tsunekawa
Hybrid experiments on non linear earthquake-induced soil-structure interaction 881 Kemo Toki, Tadanobu Sato, Junji Kiyono. Nozar Kishi Garmroudi, Kazuya Oshima & Masaaki Yoshikawa
Numerical simulation of water-gr-dvity dam-foundation system under earthquake loading 887 S. Valliappan, Chongbin Zhao & Y.C. Wang
Hydrodynamic pressures on dams with compound slopes during earthquakes 893 WXiong & S.Yu
3-D dynamic analysis of effective stress of tailings dams 90 I Xu Zhiying & Zhou Jian
V
Seismic response of rcinfon.:ctl soil retaming walls M. Yogendrakumar. R..l. Barhur.w & W D. Liam Finn
Analysis of liquefaction induced displacements W D. Liam Finn. M. Yo[!,endrakumar, R. H. Ledbetfer & N. Yoshida
Shaking table test and analysis of compacted sand-.. tructure system for liquefaction K. Fukwake. A.Ohrsuki. M.Saro & Y.Shamoro
9. Back analysis, comparison of field measuremellls and predictions
907
913
923
The direct modulus factoring method for the back analysis of Young's moduli 93 1 S.Akutagawa, E.T.Brown, J. L.Meek & C.Chitombo
The back analysis of in-situ stresses in a multiple stage excavation problem 937 S.Akutagawa, J.L.Meek & E.T.Brown
A road embankment on soft clay: Field behaviour and prediction 943 F H.Ali & R. Has him
Comparison of static and statistical methods for back-analysis of e lastic consolidation 949 problems K.Arai, H.Ohta & M.Miyata
Settlement and deformation of embankment dams 955 Ashok K.Chugh
Determination of aquifer parameters by the numerical back analysis of single borehole 967 permeability test K.Daito & K.Ueshita
Finite element analysis of the Hatfie ld wall 973 R.ADay & D.M.Potts
Earthquake response of single piles: Soil-pile interaction and dynamic response analysis 979 WB.Gohl & WD.Liam Finn
Performance evaluation of continuous sheet cut-off wall by pumping test using inverse 987 analysis Yusuke Honjo, Kazuo Yamada, Akira Morishima & Takuhei Fukuhara
Field measurement and its numerical interpretation of disturbed zone around drift 993 Katswni Kamemura , Tomoyuki Aoki, KatsuD /to, Yasuo Ninomiya & Kozo Sugihara
Numerical modelling of mine subsidence at Angus Place Colliery 999 D.R.Kay, K.E.McNabb & J.P.Carter
Identification of parameters of nonJinear geotechnical models 1005 A.Ledesma, A.Gens & E.E.Alonso
Interpretation of ground performances based on back analysis results 1011 Akira Murakami, Takashi Hasegawa, Hide Sakaguchi & Noriyuki Kobayashi
VI
Defom1ation analysis of anisotropit:ally consolidated clay foundation loaded by 5 embankments H.Ohta. A. li:uka. Y.Mitsuhashi & M.Nabetani
1017
An elasto-viscoplastic FEM analysis of sensitive clay foundation beneath embankment 1023 F.Oka. F.Tavenas & S. Leroueil
The development of a fini te element based back-analysis model for raft slabs on expansive I 029 soil using NASTRAN C.M.Rigg
Various applications of pi led raft analysis 1035 T.J. Wiesner
Tank foundations in Townsville I 04 1 T.J. Wiesner & A B. Walker
Use of back-analysis to confirm soil parameters 1047 D . .I.Williams & Y.Tanaka
lO. Analytic, semi-analytic and boundary element methods
A semi-infinite element method for R-wave dispersion in layered half-space I 055 Yunmin Chen, Tangdai Xia & Shiming Wu
Determining the maximum permissible depths in which working anchoring with shotcrete 1061 lining in combination with anchors is possible Nina N.Fotieva & A.S.Sammal
Elasto-plastic analysis of the shear vane test by semi-analytical finite elements I 067 D.V.Griffiths & P.A. Lane
Lateral loading of offshore foundations I 073 S. Kay
Optimal iteration schemes suitable for general non-linear boundary element modelling 1079 applications J.A.Ryder
Consolidation around a heat source buried at a finite depth below the surface of a deep clay I 085 stratum C.Savvidou & J.R.Booker
Numerical evaluation of Green's function of layered viscoelastic halfplane for certain buried 1091 forces Hirokazu Takemiya & Kenichi Arioka
Simplified interactive analysis of rafted space frames founded on inhomogeneous soil media Z.E.Yao
Analysis of rafts on foundations of variable stiffness B.Zhang & J.C.Sma/1
VII
1097
1103
11. Numerical methods
Non linear consolidation: Linear multistep methods and iterative a lgorithms Ill I Ronaldo /.801ja
Non-linear fi ni te clement analysis o f safety factors I 11 7 R.B.J.Brinkgreve & H. L. Bakker
A semi-discrete procedure for dynamic response analysis of saturated soils 11 23 Harpal S.Chohan, Ranbir S.Sandhu & William £. Wo/fe
On some geomechanical problems by fi nite elements and boundary elements combination 11 29 Qinghua Du & Xiaoyan Lei
Equivalent elastic moduli of cable bolted finite e lements I I 35 F.Duan & WG.Pariseau
Soil-structure interaction in consolidation problems I 141 Janusz M.Diuiewski
Analysis of unrestrained thin and moderately thick circular plates on elastic halfspace 1147 M.Omar Faruque, A.Mahmood & M.MusharrafZaman
Piled raft foundation analysis by finite e lements 1153 D. V.Griffiths, P.Clancy & M. F. Randolph
Numerical modelling for weak rock 1159 C. M.Haberfield & l.WJohnsron
Analysis of post peak behaviour of foundations 1165 E.lchimoro, M.Nozu, K.Okuyama, A.lizuka & H.Ohra
A versatile interaction analysis for non linear bodies 1171 J.K.Kodikara & I.D.Moore
Numerical implementation of indirect displacement control 1177 F.Molenkamp
Objective solutions for bearing capacity of strain-softening soils 11 83 I.D.Moore & R.K.Rowe
3-D analysis of soil/water coupling problems using elasto-viscoplastic constitutive 11 91 relationships Hideki Ohra, Atushi lizuka, Yuraro Omore & Shigehika Sugie
Computational aspects of endochronic plasticity I J 97 John FPeters
An efficient implementation of the implicit elasto-viscoplasticity algorithm 1203 M. B. Reed & X.-D.Pan
Time integration scheme for soil-structure systems with frequency dependent complex 1209 stiffness Tadanobu Saro, Kenzo Toki, Junji Kiyono, Nozar Kishi Garmroudi, Masahiko Kirazawa & Masanobu Arano
VIII
Compcu-i~nn ht!twccn different finite clement solution!-. for immiscible two ph:L~c flow in 121 5 defonning porous media B.A.Schrejler & L.Simoni
Well-posedness of BVP for hypoplastic localization 122 1 Z.Sikura
Finite element analysis of excavation in jointed rock 1227 J.C.Smalf & M.O.Ciwng
Longitudinal bending in pipelines subjected to embankment loading 1233 J.C.Smalf & JT.M.Ngu
Numerical analysis of the contact problem of arbitrari ly shaped foundations using a 1241 two-parameter foundation model Rudo/f F.Srark
Hierarchical single surface model for anisotropic hardening cohesive soils 1249 G. WWarlwgala & C.S.Desai
A finite difference solution to self-weight consolidation equations 1255 T.Yamagami. Y.Uera & S.Sakai
Two-dimensional numerical simulation of generalized consolidation of problems of 1261 unsaturated soils Daiquan Yang & Z.J.Shen
A FEM solution to the multiple crack problem under compression 1267 Yuan Yanguang & Song Huizheng
Improved preconditioned conjugate gradient method and its application in engineering 1273 Zheng Hong & Ge Xiunm
12. Mining applications
Outbursts - A comparison between model and field data K. 8a1-ron & D. Ku/lmam1
1281
3-dimensionaJ analysis of underground excavations-Two new programs applied to a mining 1287 problem S. K.Choi, M.B.Wold,J.M.Crorty Sisson & M. F. Lee
l11e cap model for stress path analysis of mine backfill compaction processes fan H.C/ark
Some applications of three dimensional boundary element analyses to mine design R.Cowling, M.A.Struthers, S.Akutagawa & JO. Watson
Evaluation of dragline foundation stability- A case study Michael Dunbavan
A finite element model of yield zones in weak rock MOl)' E.Duncan Fama
IX
1293
1299
1305
1311
Geotechnical aspect!> of long wall coal mining at Cook Colliery, Queensland 13 19 fan L.Follington. Amlwny Dutton & Phi! Garritty
Numerical modelling of horizontal and vertical drain holes in open pit mining using the finite 1327 element method R.G. Friday & P.S. K.Giam
The relations between rockburst and the stresses around the stope in the Tian-Shen-Qiao 1333 tunnels Hou Faliang & Song Yile
Numerical methods for stability analysis of underground excavations in mining of the tabular 1339 deposit Hu Qinglwai & Zhang HuGJ~tiao
A numerical model for salt rock behaviour at room and pillar mining 1345 WHiils, H.Bohnel & B.Komarek
Stress state investigation in the rock bursts hazardous zone between an underground working 135 1 and a joint by numerical methods V. l.lvanol' & N.I.Belol'
The PC MINSIM-D program, with applications to the design of deep tabular mine layouts 1355 R.A.Jolmson & J.A.Ryder
3-D finite e lement modelling of the Hope Brook Gold mine 1359 N. C. Koutsabeloulis, M. Rylance & R. £. Eggington
The influence of relief slot on the stress state of a mine tunne l preface area 1365 A.A.Kozyrev, V.A. Maltsev, V.V. Pavlov & S.N.Savchenko
A multivariate discriminant model for classification of rock masses 1369 Lin Yun-mei & Liu Xi-cai
The numerical simulation of time effect of coal burst rPan, C. Liu & M.Zhang
Evaluation of the influence of excavation of a coal seam on the stability of tunnels H. F.Schweiger, E. Hande/ & G. Mauerhofer
1375
1381
Displacement based approach for prediction of subsidence caused by long wall mining using 1387 numerical methods Hema J.Siriwardane & J.Amanat
lnitial roof movement during development of room and pillar sections A.Vervoort
1393
Numerical analysis of self-weight consolidation of coal mine tailings slurry in a large settling 1399 column D.J.Williams & H. -ru
Two-dimensional finite element analysis of a trial embankment on coal mine tailings 1405 D.J.Williams, P.H.Morris &J.P.Carter
Stochastic finite element analysis of coal mine spo il pile stability 1411 D.J.Williams & J.-ZZou
X
The numerical simulation of lessening the surface subsidence by grout injection Z.Xu. Y.Pan & D.Qi
Three-dimensional stress analyses of mine structures using micro-computers Y. S. Yu. L.Ciosser & N.A.Toews
Numerical analyses for latent energy of outbursts in coal seams Yu Chuslrint: & Xian Xuefu
13. Tunnels and underground openings
1417
1423
1429
Simulation of the successive ground subsidence due to shie ld tunneling 1437 T.Adaclri, F.Oka, T.Hirara, T. Hashimoro & J.Nagaya
A comparative numerical study on the reinforcement effects of rockbolt'i and shotcrete I 443 support systems 6 .Aydan & T.Kawamoto
A finite element analysis of the time dependent behaviour of underground openings I 449 Annamaria Cividini, Giancarlo Gioda & Angelo Carini
Time dependent behaviour of a tunnel heading in clay I 455 E. K.De Moor & R.N.Taylor
Elasto-plastic coupled BE-FE stress analysis of a tube of Vienna;s underground line U3, 146 I considering sequences of driving and securing by shotcrete J. Eberhardsreiner, H.A.Mang & P.TorzicJ..y
Stability analysis of a deep tunnel with the elasto-plastic strain softening behavior 1467 T. Esaki, Y.J.Jiang & T.Kimura
Computer modelling and monitoring of a deep tunnel intake in hard rock, at Vargon in 1473 Sweden A.Fredriksson & TGroth
Back-analysis of tunnel lining stresses 1479 M.Hisatake
Interbedded rock effect in powerhouse cavern stress analys is 1485 E. C. Ka/kani
Application of updated Hoek-Brown criterion to predict the loosened zone around a runnel 1491 X. D. Pan, P.G.Grasso, M.A. Maluab & M. B. Reed
Use of finite element techniques for the design of tunnel junction linings I 497 T.A. Rock & R. K. Pottler
Effect of seepage forces on the shotcrete lining of a large undersea cavern 1503 H.F.Schweiger, R.K.Polfler & H.Sreiner
An approach to support optimization in underground structures 1509 S. M.Seid Km·basi & F.Rajia
FEM modelling of rock bolts I 515 G. Swoboda & M.Marence
XI
Search for t:rilll:al fail ure lines of model-. reinforced" 11h rocl,.bohs and anchor-. Tat.\1/ya T\11/)()tiC'hi. Keiji Hiroi. Tl'fsu Ni.\hioka & Seiichi Onodera
Three dimensional supporting effects or tunnel face .liro Yamaromi. Gemo Mogi & UmNam Yamaguchi
14. Em·ironmemal. resource and ~roundwater ~eomechanics
1521
1527
Fully coupled finite element Row modelling of layered aquifer sy~tem' with compressible 1535 aquitards J.R.Booker. IU.Best & B.C.Burman
An attempt to ~imulate the migration of pollutants in rock mass by means of the Random 1541 Walk Dieter D.Genske. Hans Herdo & Yu:o Olmishi
Three-dimensional finite-·element solution for heat and nu id transport in deformable rock 154 7 masses with discrete fractures Vamr Glll'tmosen & Tin Chan
Geomechanical fie ld measurements in a multiple-borehole heater test in rock salt and model 1553 validation St.Heusermann, J. Kopiet: & D.Meisrer
Storage of heated water in opening excavated in rock mass in mountain 1559 Yoshinori lnada, Naoki Kinoshiro, Hidehiko Nakasaki & Tctkao Ueda
Effect of water curtain system on storage of low temperature materials in underground 1565 opening Yos/cinori lnada & Yuiclci Ko/cmura
Numerical analysis of underground cool storages in rock caverns 1571 M.Lu & D.C.Gooda/1
A new method for the field mea~uremenL of three dimensional anisotropic hydraulic 1577 conductivities in jointed rock mass using a single-hole Shinji Nakaya , Makoto Nishigaki & lichiro Kolmo
Parameter estimation methods to determine hydraulic propenies of multilayered aquifers 1583 from pumping test data Makoro Nishigoki. Yuji Takes/tiro & lic/ciro Kono
Estimation of permeability in well-jointed rock masses 1589 W.G. Pariseau
Stress, deformation and flow analysis of oil sand masses under applied load and temperature 1595 changes TSrithar & Peter M. Byme
Geomechanical investigations on the underground disposal of hazardous waste in rock salt 1603 caverns K.Staudtmeister & U.Schmidt
XII
15. F/011' pmhlems
A numerical simulation of rod. mas:-. wi th high pressured ga' 711.,/uhisa t\dachi. Tnkl!shi Tamura & Norio Doi
TI1c consolidation of unsaturated 'oil Chcn 7.henglwn. X ie Dingyt & Lttt Zoudian
The adaptation of a 3-0 FEM code to the oil environment l11c rock rheology J> /fumherr. P.Mesrar & F.J.Sa/1/arelli
TI1e adaptation of a 3-0 FEM code to the oil environment Pore pressure diffu:-.ion P Humberr. J. M. Piau & F.J.Somarelli
Un!.aturatcd seepage model based on microstructure of soil Ryosuke Kitamttra & Yottichi Uro
Study on application method of3-0 fracture seepage model A. Kobayashi. R. Yamas!tita & Y. Moro
1611
1617
1623
1629
1635
1641
Study and statistical analysis of the computer modelling of hydraulic fracturing phenomena in 1647 hydrocarbon reservoirs Raffaele Romagnoli & Riccardo Varvelli
A numerical energy-based approach for three-dimensional fracture propagation Jose Lui: Amwres O.Sousa & Am!tony R.lngraffea
Stress distribution in an Athnbasca oil sand in response to the injection of steam \V.S. Torrikl! & S. M. Farouq Ali
Flow through fractured media S. \lalliappan & N. K!talili-Nag!tadeh
Author index
XII I
1653
1659
1667
1673
